Effect of shrinkage-mitigating additive and curing condition on flexural and fracture behavior of ultra-high-performance concrete (UHPC) unnotched beam-Reference-Cited by-同舟云学术

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Effect of shrinkage-mitigating additive and curing condition on flexural and fracture behavior of ultra-high-performance concrete (UHPC) unnotched beam

Published:2024-09 Issue: Volume:445 Page:137890
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Zhang Youyou,Feng Hucheng,Shah Syed Yasir,Xin Haohui

Funder

Foundation on the Creative Research Team Construction Promotion Project of Beijing Municipal Institutions

National Natural Science Foundation of China

National Aerospace Science Foundation of China

Central University Basic Scientific Research Business Expenses Special Funds

Department of Human Resources and Social Security of Shaanxi Province

Publisher

Elsevier BV

Reference109 articles.

1. A review on ultra high performance ‘ductile’concrete (UHPdC) technology;Nematollahi;Int. J Civ Struct. Eng.,2012

2. Mechanical properties of reactive powder concrete containing high volumes of ground granulated blast furnace slag;Yazıcı;Cem. Concr. Compos.,2010

3. Simulation of ultra-high-performance concrete mixed with hematite and barite aggregates using Monte Carlo for dry cask storage;Azreen;Constr. Build. Mater.,2020

4. Fracture evaluation of ultra-high-performance fiber reinforced concrete (UHPFRC);Zhang;Eng. Fail Anal.,2021

5. Tensile behaviour and durability aspects of sustainable ultra-high performance concrete incorporated with GGBS as cementitious material;Ganesh;Constr. Build. Mater.,2019

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